昆山某轻工厂厂房B设计毕业论文
2022-05-22 20:39:44
论文总字数：60315字
摘 要
题目：江都某轻工厂职工公寓B楼设计 本工程江苏江都某轻工厂职工公寓B楼设计，共四层，层高均为3米，为钢筋混凝土框架结构。本框架结构抗震等级为三级，抗震设防烈度为7度。本说明书包括如下部分:
本设计包括建筑设计和结构设计。结构设计主要对4轴横向框架进行了抗震设计：根据结构设计方案，采用底部剪力法求水平地震作用大小，用D值法计算水平荷载作用下框架结构的内力、用弯矩二次分配法计算竖向荷载作用下的结构内力，根据内力组合找出最不利内力，对框架梁、柱进行配筋计算并绘图。同时还进行了标准层楼盖设计、楼梯设计和基础设计。 关键词 框架结构 结构设计 混凝土 结构内力 |
毕业设计说明书外文摘要
Zhenjiang City in a college dormitory building design Abstract This design including architectural design and structure design.Structu -ral design main on 5 axis horizontal frames aseismic design: according to the structural design scheme, adopt the method of bottom shear for horizontal earthquake effect size, use D value method to calculate under horizontal loads of internal force, frame structure with bending moment quadratic assignment method to calculate the vertical load, the structural internal force, according to internal force, to identify the most unfavor -able combination of beam and column for reinforcement computing and graphics. Meanwhile also carry a standard layer floor design, stair design and basic design. Keywords Frame structure Structural Design Concrete Structural internal force |
目 录
第一章 结构选型与布置....................................................................................1
1.1 结构选型与布置...........................................................................................................1
1.2 结构选型.......................................................................................................................6
1.3 建筑图...........................................................................................................................6
- 确定计算简图.........................................................................................7
2.1 确定计算简图...............................................................................................................7
2.2 梁柱截面尺寸...............................................................................................................8
2.3 材料强度等级...............................................................................................................8
2.4 荷载计算.......................................................................................................................8
- 框架内力计算.......................................................................................20
3.1 计算方法.....................................................................................................................20
3.2 恒载作用下的框架内力.............................................................................................20
3.2.1 活载及风载作用下的框架内力......................................................................30
3.2.2 地震作用下横向框架的内力计算....................................................................38
第四章 框架内力组合...................................................................................... 45
- 框架梁柱截面设计...............................................................................55
5.1 理论基础....................................................................................................................55
- 楼梯结构计算设计...............................................................................54
6.1 基本理论.....................................................................................................................64
6.2 设计过程.....................................................................................................................66
- 现浇楼面板设计...................................................................................69
7.1 计算方法.......................................................................................................................... 69
- 基础设计...............................................................................................73
8.1 荷载计算.....................................................................................................................73
结论.....................................................................................................................81
参考文献............................................................................................................ 82
致谢.....................................................................................................................83
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